Hydrologic Losses and Radar Measurements CIVE 6361 – Chapter 1 Spring 2010.
Lecture 04 hydrologic measurements
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Transcript of Lecture 04 hydrologic measurements
Monitoring the hydrologic cycle
What is the hydrologic cycle?What is the hydrologic cycle?
The hydrologic or water cycle is the movement of water on, above, below, and through the earth’s surface.
Why do scientists measure the Why do scientists measure the hydrologic cycle?hydrologic cycle?
Weather forecasting Water use forecasting Understand climate trends Flood preparation Hydrologic modeling
Why is it important for scientists to Why is it important for scientists to measure the hydrologic cycle?measure the hydrologic cycle?
A rain gauge measures liquid and solid precipitation
Precipitation measurementsPrecipitation measurementsPrecipitation is the general name given for any form of condensed water that falls to the earth’s surface.
Snow depth sensors use sound to record snow depth
Snow pillow records weight of snow
Measuring StreamflowMeasuring Streamflow
Flumes make the stream fit into a known shape.
Runoff is the movement of water over the land surface.
Stream flow is the flow of surface water runoff contained in a stream channel.
Water depth sensors measure the height of water.
Measuring soil moistureMeasuring soil moisture
Water that does not flow to the stream channel moves through the soil and/or rock through a process called infiltration. This water is known as groundwater.
Soil moisture sensors buried at different depths underground.
A series of soil moisture sensors buried underground to understand water uptake by tree roots.
c
Measuring Measuring evapotranspirationevapotranspiration
The movement of water from the liquid phase to the gas phase occurs by evaporation and/or transpiration.
Evaporation is the change of water from a liquid to a gas by heating.
Transpiration is water released from plants.
Combined, this process is called evapotranspiration.
Sap flow
Flux tower instruments
Measuring evapotranspirationMeasuring evapotranspiration
The eddy-covariance flux tower measures water vapor from the surrounding forest. The tower measures: - wind speed and direction- CO2 and H2O content- air temperature - relative humidity- solar radiation
An evapotranspiration dome measures evaporation and transpiration coming off of soil and plant matter.
Weather stationsWeather stations
This weather station is used to
measure:
- air temperature- wind speed
- relative humidity
- solar radiation - precipitation- snow depth
Collecting and retrieving dataCollecting and retrieving data An immense amount of data are collected
each year. Instruments are located in remote areas,
making it hard to collect data on foot during the winter
Data stored on a datalogger and can be
downloaded with a laptop
Collecting and retrieving dataCollecting and retrieving data
The wireless embedded sensor network (WSN) was developed to make it easier to collect data remotely.
Data sent to satellites can be
retrieved remotely.Small radios send data from one node to the next, and end at the base station at the flux tower.
Powering instrumentsPowering instruments
A series of solar panels and
batteries power all the
instruments within the basin.
Measuring the hydrologic cycle componentsMeasuring the hydrologic cycle components
Many different electronic instruments are available to measure the water cycle.
People use data from these instruments to understand many aspects of environmental science.
Scientists need to measure the water cycle in order to determine how much fresh water is stored in the mountains.
MEAN AREAL DEPTH OF PRECIPITATION (Pave)
Point rainfall—It is the rainfall at a single station. For small areas less than 50 km2, point
rainfall may be taken as the average depth over the area.
In large areas, there will be a network of rain-gauge stations.
As the rainfall over a large area is not uniform, the average depth of rainfall over the area is determined by one of the following three methods:
average method(i) Arithmetic average method—It is obtained
by simply averaging arithmetically theamounts of rainfall at the individual
rain- gauge stations in the area, i.e.,
where P ave = average depth of rainfall over the areaΣP1 = sum of rainfall amounts at individual rain-gauge stations n = number of rain-gauge stations in the area
average method This method is fast and simple and yields good
estimates in flat country if the gauges are uniformly distributed and the rainfall at different stations do not vary very widely from the mean.
Limitations can be partially overcome if topographic influences and aerialrepresentation are considered in the selection of gauge sites.
Thiessen method(ii) Thiessen polygon method—This methodattempts to allow for non-uniform distribution of gauges by providing a weighting factor for each gauge.The stations are plotted on a base map and are connected by straight lines. Perpendicular bisectors are drawn to the straight lines, joining adjacent stations to form polygons, known as Thiessen polygons
Thiessen polygons
Thiessen polygon
Limitations of Thiessen Method Thiessen method is it is dependent on a
good network of representative rain gauges.
It is not particularly good for mountainous areas since altitudinal effects are not allowed for the areal coefficients
It is not useful for deriving areal rainfall from intense local storms
Isohyetal method(iii) The isohyetal method—In this method,
the point rainfalls are plotted on a suitable base map and the
lines of equal rainfall (isohyets) are drawn giving
consideration to orographic effects and storm morphology
Isohyetal method
Isohyetal method The average rainfall between the
successive isohyets taken as the average of the two isohyetal values (pi)are weighted with the area between the isohyets (ai), added up and divided by the total area (A) which gives the average depth of rainfall over the entire basin, i.e.
Aap
P iiave
Summary
Advantage of Isohyetal and Thiessen Methods Use of both outside and inside stations
located near the boundary The influence of outside stations
diminishes as their distance from the boundary increases
However, in Arithmetic mean method, every inside station has equal weight regardless of its location
Intensity-Duration-Frequency Curves (IDF)
In general, the higher the intensity of rainfall the shorter the duration it will take to rain
IDF relationship is important for engineers in designing hydraulic structures
IDF consists of a family of curves with each curve representing a certain frequency with change in intensity with respect to time (duration of storm)
Duration, tr (min)0 15 30 45 60 75 90 105 120 135 150 165 180
Inte
nsity
, i (m
m/h
r)
0
50
100
150
200
250
300
F requency100-year50-year25-year10-year5-year2-year
District 1
i = A/(B+tr)m
Frequency A B m2-year 1581 12.98 0.855-year 1995 14.19 0.8410-year 1874 13.14 0.8025-year 2175 13.49 0.7950-year 2121 12.64 0.76100-year 2603 13.71
Temporal DistributionsUnderstanding Temporal Distributions is very important,as this greatly affects runoff timing and volumes.
Temporal DistributionsTemporal Distributions Precipitation is a continuous process. Intensities vary depending on amount and
duration Gages record data at intervals - 10 min., 15 min.,
1 hour, 24 hour, etc.... Models may use the data at 1-hour, 6-hour, etc... Must either aggregate or disaggregate
precipitation amounts.... i.e. Combine 1 hour values into a 6-hour value...
Not a problem! Or... Break a 24-hour value into 6 hour values... Much more difficult!
Understanding IntensitiesTime Depth (inches Intensity (inches/hr)1 min 1.23 73.8
15 min 7.8 31.22 hrs 10 min 19 8.8
15 hrs 34.5 2.324 hrs 46 1.948 hrs 65.8 1.47 days 131 0.81 year 1042 N/A
Intensities & Durations A 5-minute recording gauge Recorded a storm for 40
minutes Calculate:
Total Rainfall Cumulative Rainfall Curve Max. 5,10, & 30 minute
intensities The average intensity
Time (min) Amount (mm)5 1.810 6.7215 15.620 6.9625 6.1230 11.6435 5.7640 1.56
The Data
Solutions• Total rainfall – simply sum the precipitation values:
56.16 mm or 2.21 inches
• Cumulative data is shown and plotted below:
Time (min) Amount (mm) Cumulative5 1.8 1.810 6.72 8.5215 15.6 24.1220 6.96 31.0825 6.12 37.230 11.64 48.8435 5.76 54.640 1.56 56.16
Solutions, cont….• The maximum 5 minute intensity was 15.6 mm between 10-15
minutes at 187.2 mm/hr or 7.3 inches/hr. This is illustrated in the data below:
Time (min) Amount (mm) Cumulative hourly intensities (mm/hr)5 1.8 1.8 21.610 6.72 8.52 80.6415 15.6 24.12 187.220 6.96 31.08 83.5225 6.12 37.2 73.4430 11.64 48.84 139.6835 5.76 54.6 69.1240 1.56 56.16 18.72
56.16
Solutions, cont…• The maximum 10 minute intensity was found by aggregating
sequential 5-minute periods. The maximum 10-minute intensity is illustrated below, between 10-20 minutes with 22.56 mm or 135.36 mm/hr or 5.29 inches/hr.
Time (min) Amount (mm) 10-minute blocks Intensities (mm/hr)inches/hr5 1.8 0 0 010 6.72 8.52 51.12 1.99687515 15.6 22.32 133.92 5.2312520 6.96 22.56 135.36 5.287525 6.12 13.08 78.48 3.06562530 11.64 17.76 106.56 4.162535 5.76 17.4 104.4 4.07812540 1.56 7.32 43.92 1.715625
56.16
Solutions, cont…• The maximum 30 minute intensity was found by aggregating
sequential 5-minute periods. The maximum 30-minute intensity is illustrated below, between 5-35 minutes with 52.8 mm or 105.6 mm/hr or 4.125 inches/hr.
Time (min) Amount (mm) 30-minute blocks Intensities (mm/hr) inches/hr5 1.8 0 0 010 6.72 0 0 015 15.6 0 0 020 6.96 0 0 025 6.12 0 0 030 11.64 48.84 97.68 3.81562535 5.76 52.8 105.6 4.12540 1.56 47.64 95.28 3.721875
56.16
Solutions, cont…The total rainfall was 56.16 mm over a duration of 40 minutes for an average intensity of 84.24 mm/hr or 3.29 inches/hr. In summary:Minutes mm/hr
5 187.210 135.3615202530 105.63540 84.24